WAVE LOADS ON AND BENEATH BONDED PERMEABLE REVETMENTS

Gisa Ludwigs; Hocine Oumeraci; Tijl Staal

doi:10.9753/icce.v32.posters.17

Núm. 32 (2010), Posters

Núm. 32 (2010)

WAVE LOADS ON AND BENEATH BONDED PERMEABLE REVETMENTS

Posters

https://doi.org/10.9753/icce.v32.posters.17

Publicado 2011-01-29

Gisa Ludwigs⁺⁻
Hocine Oumeraci⁺⁻
Tijl Staal

Gisa Ludwigs

Technische Universität Braunschweig

Hocine Oumeraci

Technische Universität Braunschweig

Tijl Staal

Proceedings of the 32nd International Conference

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permeable
bonded
wave loads

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Ludwigs, G., Oumeraci, H., & Staal, T. (2011). WAVE LOADS ON AND BENEATH BONDED PERMEABLE REVETMENTS. Coastal Engineering Proceedings, 1(32), posters.17. https://doi.org/10.9753/icce.v32.posters.17

Resumen

Permeable revetments made of bonded mineral aggregates may increasingly be favoured compared to standard revetments. However, the physical processes associated with the water-structure-soil-interaction for a wide range of wave conditions are still not well understood. Therefore, systematic large-scale model tests have been performed in the Large Wave Flume (GWK) of the Coastal Research Centre (FZK) in Hannover, with the intention of improving the understanding of these processes.

https://doi.org/10.9753/icce.v32.posters.17

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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WAVE LOADS ON AND BENEATH BONDED PERMEABLE REVETMENTS

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